Zobrazeno 1 - 10
of 255
pro vyhledávání: '"Helical Pile"'
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 58, Iss 2, Pp 191-201 (2024)
Current research deals with the numerical investigation on the behavior of helical piles resting in cohesionless soil subjected to compressive load. The effect of diameter of pile shaft (DS), diameter of helical plate (Dh), depth of pile (H), Inter-h
Externí odkaz:
https://doaj.org/article/320417a3d96e451aa6dc7731addac50e
Publikováno v:
南方能源建设, Vol 11, Iss 2, Pp 82-92 (2024)
[Introduction] The offshore wind power industry is among the most pioneering and strategic emerging sectors in the global development of new energy sources. The research focuses on the inclined helical pile-group foundation, which is currently applie
Externí odkaz:
https://doaj.org/article/91b4b07027e8405bae4015e644d3258e
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 10, p 1826 (2024)
For an offshore photovoltaic helical pile foundation, significant horizontal cyclic loading is imposed by wind and waves. To study a fixed offshore PV helical pile’s horizontal cyclic bearing performance, a numerical model of the helical pile under
Externí odkaz:
https://doaj.org/article/7cf1846535214aeab57af369e25da67c
Publikováno v:
Journal of the Civil Engineering Forum, Vol 10, Iss 2 (2024)
The methods employed to calculate the axial bearing capacity of a helical pile depends on the shear failure model around the pile, which is also influenced by the spacing and diameter of the helical plates. However, studies on the transition of the f
Externí odkaz:
https://doaj.org/article/c343d4856009482ca3f80fb9a7eb31e3
Autor:
Hazrat Bilal, Muhammad Alam, Muhammad Sarir, Abdul Hameed Khan, Muhammad Safdar, Hamza Ahmad Qureshi
Publikováno v:
International Journal of Emerging Engineering and Technology, Vol 2, Iss 2 (2023)
In the construction sector, axial loads have traditionally been supported by piles. There hasn't been sufficient comparative study related to the economics and viability aspects of conventional and helical piles up to this point in natural soil condi
Externí odkaz:
https://doaj.org/article/873108470f3b4969b804e9b7e861f4a4
Publikováno v:
Engineering and Technology Journal, Vol 40, Iss 11, Pp 1522-1528 (2022)
Helical piles are a kind of foundation that can withstand compression, tension, and lateral stresses. However, this kind of pile was utilized extensively globally for almost 25 years. Its behavior, particularly in Iraq, is uncertain and frightening.
Externí odkaz:
https://doaj.org/article/401b9d277f1943dba4ad5347c44afacd
Autor:
Buse Emirler
Publikováno v:
Applied Sciences, Vol 14, Iss 6, p 2389 (2024)
The foundations of particular engineering structures, including marine and jetty structures, mooring systems for submerged platforms or those on the ocean surface, and transmission towers, are subjected to various external loads including compression
Externí odkaz:
https://doaj.org/article/2d4132f4ab654d9d959836b7d89bcb29
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Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 14, Iss 3, Pp 936-952 (2022)
The optimization of the inter-helix spacing is a key issue of the axial bearing capacity of helical piles. In this paper, based on the cavity expansion, an analytical approach considering the small-strain stiffness, strength, compressibility and stre
Externí odkaz:
https://doaj.org/article/86ddd3b809e348408a7a79e5b848e74d
Publikováno v:
Applied Sciences, Vol 13, Iss 22, p 12220 (2023)
Helical piles are a new type of pile that has good application prospects, and researchers have carried out an in-depth investigation into their vertical uplift and compressive bearing capacity. However, there is relatively little research on the dyna
Externí odkaz:
https://doaj.org/article/f601855b2171448481890a0619fe1629